Calculations in Hydraulic Engineering: Fluid pressure, and the calculations of its effects in engineering structuresLongmans, Green, 1898 |
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Página ix
... position in plane surfaces of regular figure 5. The Pressure directly opposed by Contrary Forces or Resistances 6. Resolution of the Fluid Pressure into Components whose Direction is known or mechanically determined - Illustration by ...
... position in plane surfaces of regular figure 5. The Pressure directly opposed by Contrary Forces or Resistances 6. Resolution of the Fluid Pressure into Components whose Direction is known or mechanically determined - Illustration by ...
Página xi
... position upon the same plane surfaces when the water - line coincides with their upper edge PAGE 64 66 49 67 68 71 • 72 75 76 · • 34. Vertical Walls of Irregular Figure - Example of the calculation for the case of a dock caisson • 35 ...
... position upon the same plane surfaces when the water - line coincides with their upper edge PAGE 64 66 49 67 68 71 • 72 75 76 · • 34. Vertical Walls of Irregular Figure - Example of the calculation for the case of a dock caisson • 35 ...
Página 6
... position at any angle of inclination , the direction of all the pressures would , of course , be altered accordingly , the pressure upon each face being always at right angles to the plane surface ; so that a plane surface presented to ...
... position at any angle of inclination , the direction of all the pressures would , of course , be altered accordingly , the pressure upon each face being always at right angles to the plane surface ; so that a plane surface presented to ...
Página 10
... position of its centre of action . When the pressure has a varying intensity , the calculations will be quite different from those which can be applied to a pressure of uniform intensity ; and we may first confine our attention to the ...
... position of its centre of action . When the pressure has a varying intensity , the calculations will be quite different from those which can be applied to a pressure of uniform intensity ; and we may first confine our attention to the ...
Página 14
... position of G is given by- b3 OG = 12A in which b denotes the width AB in the diagram . Art . 5. The Pressure directly opposed by Contrary Forces or Resistances . In the plunger of a feed - pump and the ram of a hydraulic cylinder , we ...
... position of G is given by- b3 OG = 12A in which b denotes the width AB in the diagram . Art . 5. The Pressure directly opposed by Contrary Forces or Resistances . In the plunger of a feed - pump and the ram of a hydraulic cylinder , we ...
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Términos y frases comunes
annular axial fluid stress axial stress axis B₁ bending moment bending stresses bolts buoyant pressure calculated centre of action centre of buoyancy centre of gravity centre-line CHEMISTRY compressive stress Crown 8vo curvature curve of buoyancy cylinder denotes depth diagram of moments direction displacing force distance elastic engineering equal equilibrium example expansion joint external load feet flange floating fluid arch fluid pressure foot lineal girder horizontal hydraulic pressure hydrostatic hydrostatic pressure Illustrations inclined internal diameter length lifting force longitudinal stress mean head measured metacentre metacentric height metal moment of inertia ordinates P₁ P₂ parabolic pipe plane pontoon proportional quantity radius represent resistance right angles segmental side sketched in Fig socket square inch straight line stress Q surface tensile strength tensile stress thrust tons transverse triangle tube uniform uniformly distributed vertical component vertical force vessel water-line wedge weight
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